How does the Ram connection distribute the reinforcements in the base plate design for tension and shear rebars?
for example if i have a concrete size of 1000mm depth , 1000 mm width, 1000 mm thickness
No. of tension rebars 4
No. shear rebars 5 (major and minor axes)
does this mean that for tension rebars: one rebar in each corner
and for shear rebars: stirrup spacing will be 200mm
Can you send your connection file that goes with the question above? The answer might depend on the code or the type of connection, so it's a lot easier if you attach the file.